TIMBER DESIGN

Submitted by tyron on

p_20160229_185317.jpgExample 01: Safe uniform load for beam notched at tension side of support - See more at: http://cereference.com/book/timber-design/example-01-safe-uniform-load-…

Jhun Vert Tue, 03/01/2016 - 08:43

Yes, the dimensions in the solution is different from the given dimensions. And also, the formula is actually erroneous, unfortunately, it was released in the earlier printing of NSCP 2010. That formula was now corrected, just remove the power in the ratio d/d' and it will make sense.